MARC details
| 000 -LEADER |
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| fixed length control field |
03003nam a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000051925 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251114204448.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
110314t2010 my a f m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0002608(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905280944 |
| Level of effort used to assign nonsubject heading access points |
shamsul |
| Level of effort used to assign subject headings |
201110041243 |
| Level of effort used to assign classification |
Fida |
| Level of effort used to assign subject headings |
201107140039 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
201103211031 |
| Level of effort used to assign classification |
Fida |
| -- |
201103141444 |
| -- |
Fida |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
TA441 .A39 2010 rs Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Muhamad Aizat Lengah |
| 245 10 - TITLE STATEMENT |
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| Title |
Mechanical properties of concrete containing 15% and 20% of textile wastewater / |
| Statement of responsibility, etc. |
Muhamad Aizat Lengah |
| 246 3# - VARYING FORM OF TITLE |
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| Title proper/short title |
Mechanical properties of concrete containing 15% and 20% of textile wastewater |
| Medium |
[computer file] |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2010 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xv, 80 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 computer disc |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2010 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 68-70 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Textile industry is one of the most important and rapidly developing industrial sectors in Malaysia. It has a high effect in terms of its environmental impact in producing highly polluted discharge water in large amounts. Textile mills in Malaysia are required to control their discharge and therefore have started installing treatment plants in the name of environmental protection. Besides that, concrete are the most widely used man-made construction material and playing important part in all building. It can be defined as a composite material composed of a coarse granular material embedded in a hard matrix of material (cement or binder) that fills the space between the particles and bond together. Many researchers have been done to produce concrete which is economic as possible. The environmental regulation have initiated in increasing interest in using wastewater as a construction materials partially replacing the tap water in concrete structures. In this study, the idea is replacing tap water with textile wastewater (WWC) as concrete material. The objective of this study concentrates on mechanical properties that are compressive and flexural strength of concrete with WWC. There are two different percentages of WWC which is 15% and 20% were used to replaced the tap water and were tested at 7 and 28 days. The strength of normal concrete as a control mix has been compared with the concrete with WWC. The result revealed that the normal concrete presented the highest compressive and flexural strength and the followed by concrete with 15% and 20% WWC but have the potential to increase from 15% to 20% WWC. As a conclusion, WWC will increases the compressive and flexural strength of concrete but still need suitable percentage to be targeted for concrete used in construction. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Concrete |
| General subdivision |
Mixing |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Reinforced concrete |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Concrete |
| General subdivision |
Additives |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Textile waste |
| General subdivision |
Recycling |